Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
From inside the book
Results 1-3 of 89
Page 91
[ 2 ] Takaki , M. and Lin , X. , 2000 , “ Hydrodynamic Forces on a Submerged Horizontal Plate Type Breakwater , ” Proceedings of the tenth International Offshore and Polar Engineering Conference , Vol.3 , pp532-539 .
[ 2 ] Takaki , M. and Lin , X. , 2000 , “ Hydrodynamic Forces on a Submerged Horizontal Plate Type Breakwater , ” Proceedings of the tenth International Offshore and Polar Engineering Conference , Vol.3 , pp532-539 .
Page 105
... K. Hedrick and J. Borges de Sousa , “ A Hierarchical Control Architecture for Mobile Offshore Bases ” , Proceedings of the Third International Workshop on Very Large Floating Structures , Hawaii , USA , September 1999 , pp .
... K. Hedrick and J. Borges de Sousa , “ A Hierarchical Control Architecture for Mobile Offshore Bases ” , Proceedings of the Third International Workshop on Very Large Floating Structures , Hawaii , USA , September 1999 , pp .
Page 218
2 General arrangement and cross section of Uchiumi OBJECTIVE SITE FIELD DATA Rinku Park , the objective site in this study , is located near Kansai International Airport in Osaka Bay ( see Fig . 1 ) .
2 General arrangement and cross section of Uchiumi OBJECTIVE SITE FIELD DATA Rinku Park , the objective site in this study , is located near Kansai International Airport in Osaka Bay ( see Fig . 1 ) .
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
Copyright | |
32 other sections not shown
Other editions - View all
Common terms and phrases
amplitude analysis angle applied arrangement assumed beam bending body bottom breakwater bridge calculated chamber coefficient compared components concept Conference considered construction deformation depth described developed device direction displacement distribution dynamic effect elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder horizontal hydrodynamic hydroelastic increase International irregular waves Japan layer length linear load maneuvers mass mean measured Mega-Float method mode modules mooring motion observed obtained ocean Offshore operation performance position predicted present pressure problem Proceedings ratio reduce reef region Research respectively response rigid scale ship shown shows side significant simulation spectrum submerged plate surface Table Tokyo turbine University vertical VLFS wave energy wave height wave period wind